CN107060096B - The Super High turret structure system of honeycomb boundling arrangement hexagon cylinder - Google Patents
The Super High turret structure system of honeycomb boundling arrangement hexagon cylinder Download PDFInfo
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- CN107060096B CN107060096B CN201710224326.6A CN201710224326A CN107060096B CN 107060096 B CN107060096 B CN 107060096B CN 201710224326 A CN201710224326 A CN 201710224326A CN 107060096 B CN107060096 B CN 107060096B
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
The present invention provides a kind of Super High turret structure system of honeycomb boundling arrangement hexagon cylinder, copy honeycomb, the huge tube structure unit boundling of multiple hexagons is combined, with the increase of building height, the quantity of the huge barrel structure unit of hexagon is gradually decreased, pagoda shape novel super-high laminar structure system is constituted.The hexagon tube structure constituted inside Super High turret structure system using the huge column of hexagon concrete filled steel tube and grid tubular type double steel plate concrete shear force wall, undertakes the huge vertical load and horizontal loading of super high-rise building；Outside meets the daylighting of super high-rise building using the huge column of hexagon concrete filled steel tube and the hexagon framed-tube structure constituted with the huge frame of skewed horizontal load.The Super High turret structure system of novel honeycomb boundling arrangement hexagon cylinder is big with the rigidity of structure, Facade form is abundant, the advantages that succinct stabilization, wind resisting stability can be good, shock resistance is good and easy for construction, can build the above super-high building structure of km.
Description
Technical field
The present invention relates to structural engineering field, it is related to a kind of km grade super-high building structural system, specifically one
The Super High turret structure system of kind honeycomb boundling arrangement hexagon cylinder
Background technique
As urban population increases rapidly, super high-rise building starts prevailing, Super High as a kind of building of specific type
Building has become the symbol that state-nation's spirit and urban economy emerge.Knot of the super high-rise building as modern building technology
Crystalline substance has driven the development of national economy, substantially increases the degree of Development of Urbanization, and it is unlimited to be created using limited land resource
Value, this be super high-rise building generate and development driving source.
Super high-rise building determines that structure designs by vertical load and lateral load, with the increase of super high-rise building height,
The axle power of super-high building structure is directly proportional to height, and moment of flexure is directly proportional to the quadratic power of height, the biquadratic of displacement and height
Directly proportional, horizontal loading becomes the deciding factor of super-high building structure design.Structure lateral displacement control becomes Super High and builds
Very crucial factor in building structure design.Super high-rise building eaerthquake damage and the consequence collapsed are very serious, it is necessary in structure
It makes and takes reasonable measure, guarantee that super high rise structure has enough ductility, super high rise structure anti-earthquake ductility is important design
Index.
It builds km grade Super High to build, is the dream of the mankind.Km grade super high-rise building must have good wind resistance shape
Body, it is necessary to have powerful horizontal direction anti-side rigidity and excellent anti-earthquake ductility, existing structural system is difficult to combine km
Both the high-rise structure arrangement of grade and building function require.Engineering circles keen anticipation high-rise structural system can have great leather
Newly, a kind of novel system of super-high building structure of economical rationality is needed, to build km grade super-high building structure.
Summary of the invention
Goal of the invention: in order to overcome the deficiencies in the prior art, the present invention provides a kind of honeycomb boundling arrangement six
The Super High turret structure system of side shape cylinder.
Technical solution: in order to solve the above technical problems, a kind of honeycomb boundling arrangement hexagon cylinder of the invention is super
High-rise turret structure system, including the huge tube-in-tube structure unit of hexagon, the huge tube-in-tube structure unit of hexagon is by six sides
Shape outer tube structure and hexagon core wall structure structure are constituted, and the hexagon outer tube structure is circumferentially uniformly distributed by six
The huge column of hexagon concrete filled steel tube and grid tubular type double steel plate combined concrete shear wall, the huge frame arranged between huge column
It sets a roof beam in place composition；Honeycomb boundling arranges that multiple huge tube-in-tube structure units of hexagon gradually subtract with the increase of high building height
The quantity of few huge tube-in-tube structure unit of hexagon forms the Super High turret structure of honeycomb boundling arrangement hexagon cylinder
System.
Preferably, the huge column of hexagon concrete filled steel tube includes hexagon outer steel pipe, built-in round steel pipe, connection
Steel plate and pipe inner concrete are put into built-in round steel pipe in hexagon outer steel pipe, in hexagon outer steel pipe diagonal line side
To, six pieces of junction steel plates are welded between hexagon outer steel pipe and built-in round steel pipe, pipe inner concrete is filled in cavity,
Constitute the huge column of hexagon concrete filled steel tube.
Preferably, the grid tubular type double steel plate combined concrete shear wall includes double-layer plate, corrugated sheet steel, channel steel
Corrugated sheet steel is arranged in newel post and Concrete Filled object, double-layer plate centre, and channel steel newel post, three's weldering is arranged in the both ends of double-layer plate
It connects securely, forms the strip grid tubular type wallboard for having cavity, casting concrete filler in grid tubular type wallboard cavity, shape
At grid tubular type double steel plate combined concrete shear wall.
The present invention also provides a kind of construction parties of the Super High turret structure system of honeycomb boundling arrangement hexagon cylinder
Method, comprising the following steps:
Step 1: excavation pit squeezes into steel-pipe pile, raft foundation of constructing, setting-out axis, hexagon Core Walls Structure of constructing
Structure is circumferentially uniformly distributed the construction huge column of hexagon concrete filled steel tube, arranges grid tubular type double steel plate concrete between huge column
Compound shear wall and mega-frame beam form hexagon outer tube structure, pour build floor, hexagon outer tube structure and hexagon core
Barrel structure cooperates, and forms the huge tube-in-tube structure unit of hexagon；
Step 2: honeycomb boundling arranges multiple huge tube-in-tube structure units of hexagon, forms boundling cylinder group, with
The increase of high building height gradually decreases the quantity of the huge tube-in-tube structure unit of hexagon, forms pagoda shape super high rise structure body
System；
Step 3: carrying out semi-girder truss and enhancement layer construction of taking refuge, and installs the skewed horizontal load of giant depos, is segmented fixing body
External prestressed wind resistance drag-line forms the Super High turret structure system of honeycomb boundling arrangement hexagon cylinder, carries out inside
Secondary frame structure construction carries out decoration construction, builds km grade super-high building structure.
Km grade high building structure bears huge vertical load and horizontal loading, it is necessary to have firm as mountain
Structural system, it is necessary to have good building wind resistance body.Honeycomb is copied, by multiple hexagon cylinder structural unit boundlings
Together, pagoda shape new structural systen is constituted, a kind of Super High high building knot of honeycomb boundling arrangement hexagon cylinder is formed
Structure system can build the above super high-rise building of km with mountain the same robust construction skeleton and good building wind resistance body
Structure.The huge tube-in-tube structure unit of hexagon is used inside novel super-high laminar structure system, undertake vertical immense pressure and
Meet axial compression ratio requirement, horizontal direction undertakes seismic shear or wind load greater than 85%；Outside is using huge with skewed horizontal load
The hexagon framed-tube structure unit of frame and Core Walls Structure composition, meets the daylighting requirement of super high-rise building.Time frame is set in building
Frame can be combined both the high-rise structure arrangement of km grade and building function and be required with flexible arrangement use space.Km
Grade super high rise structure inside is using the huge tube-in-tube structure of hexagon and outside using with skewed horizontal load giant depos structure group
It closes and uses, have complementary advantages, cooperate, form firm structural system.
Honeycomb boundling arranges that the Super High turret structure system of hexagon cylinder is that architectural design is mutually tied with structure innovation
The building structure of conjunction gradually decreases the quantity of hexagon cylinder structural unit with the increase of building height, forms pagoda shape
Structure, advantageously reduce front face area, reduce wind pressure, can control structure lateral displacement under wind action a certain range it
It is interior.Cylinder shear wall uses grating type double steel plate combined concrete shear wall structure, the big, industrialization degree with the rigidity of structure
High, easy for construction, anti-flexion capabilities are strong, yield load is high, anti-earthquake ductility and energy dissipation capacity, it can be ensured that km grade skyscraper knot
Structure bears huge vertical load and horizontal loading.Huge frame column shape is the huge column of hexagon, constitutes six sides with can be convenient
Round steel pipe and junction steel plate, dual steel tube-concrete composite structure, six sides are arranged in shape frame-tube structure in hexagon steel pipe
The huge column of shape has good bearing capacity and anti-earthquake ductility.
When the depth-width ratio of novel super-high layer building structure is larger, in order to further increase wind loading rating, Ke Yifen
Section configuration external prestressing wind resistance drag-line, reduces tilting complex torque, reduces the displacement effect under wind action.
The utility model has the advantages that a kind of Super High turret structure system of honeycomb boundling arrangement hexagon cylinder of the invention, tool
Have it is following the utility model has the advantages that
The present invention uses for reference the advantages of honeycomb, multiple hexagon cylinder structural unit collection is bundled together, with building
The increase of height gradually decreases the quantity of hexagon cylinder structural unit, constitutes pagoda shape new structural systen, forms a kind of bee
The Super High turret structure system of nest shape boundling arrangement hexagon cylinder.Novel super-high laminar structure system have the rigidity of structure it is big,
The advantages that Facade form is abundant, tall and straight agile, and succinct stabilization, wind resistance body are good, shock resistance is good and easy for construction, can build thousand
Meter or more super-high building structure.
Existing super-high building structure majority is the structural system of mega-frame Core Walls Structure, and outside is using in mega-frame
Portion uses shear wall Core Walls Structure, is generally used for 600~700 meters of super high-rise buildings, huge with further increasing for building height
The horizontal direction insufficient rigidity of frame Core Walls Structure high-rise structural system, horizontal wind excitation effect flowering structure displacement is too big, influences electricity
Ladder operates normally, and horizontal wind excitation acts on lower building horizontal direction and waves that displacement acceleration is excessive, and building personnel psychology feels uneasy
Entirely.Honeycomb boundling arranges that the Super High turret structure system of hexagon cylinder is by multiple hexagon cylinder structural unit boundlings
Together, the horizontal direction rigidity of structure for greatly improving building can greatly reduce the displacement of wind action flowering structure.
Existing mega-frame Core Walls Structure super-high building structure, in order to meet wind force proofing design and Seismic Design Requirements, greatly
Building floor level gradually becomes smaller with oblique alien invasion, leads to architectural plane function difficult arrangement, and especially construction of inclined column is extremely difficult.
The Super High turret structure system of honeycomb boundling arrangement hexagon cylinder is the building that architectural design is combined with structure innovation
Structure gradually decreases the quantity of hexagon cylinder structural unit with the increase of building height, forms the structure of pagoda shape,
Elevation of building moulding is abundant, tall and straight agile, and succinct to stablize, architectural plane function flexible arrangement is convenient and efficient without construction of inclined column.
Existing boundling cylinder super high rise structure is substantially that multiple square cylinder collection are bundled together, and wind resistance body is poor, outside
Tube structure is substantially constituted using intensive frame beam column, architectural lighting improper ventilation, and intensive column beam construction is relatively difficult；Bee
Nest shape boundling arranges the Super High turret structure system of hexagon cylinder, and wind resistance body is good, and inside uses the huge cylinder of hexagon
Tube-in-tube structure unit, undertakes the huge vertical load and horizontal loading of super high-rise building, and outside uses mega-frame and Core Walls Structure
The hexagon framed-tube structure unit of composition can meet the lighting and ventilation requirement of super high-rise building, and time frame is arranged, can flexible cloth
Set use space.
Sears building is that typical nine format sets bundled tube body super high rise structure gradually subtracts with the increase of building height
The quantity of few square cylinder structural unit, architectural appearance become complicated irregular, wind resistance body difference are caused to be unfavorable for wind resistance；Honeycomb
The Super High turret structure system of shape boundling arrangement hexagon cylinder gradually decreases hexagonal barrels with the increase of building height
The quantity of body structural unit, reduces front face area, and architectural appearance remains good wind resistance body, advantageously reduces wind lotus
It carries.Be conducive to control wind action under structure lateral displacement within limits.
Existing super high rise structure uses common double steel plate combined concrete shear wall and common steel tube Combined concrete
Column, it is difficult to resist the huge vertical load of km grade super-high building structure and horizontal loading, it is difficult to guarantee anti-earthquake ductility.Grid
The dual concrete filled steel tube coupled column of steel pipe is two kinds in formula double steel plate combined concrete shear wall and hexagon outer steel pipe circle
New composite structure, with the rigidity of structure is big, Compressive Bearing Capacity is high, easy for construction, anti-flexion capabilities are strong, yield load is high, anti-
Shake the advantages that ductility is good, energy-dissipating property is good, superelevation of two kinds of new composite structures for honeycomb boundling arrangement hexagon cylinder
Layer turret structure system, it is ensured that huge vertical load and horizontal loading are resisted in novel super-high layer building structure, it is ensured that anti-
Ductility Requirement is shaken, to build km grade super-high building structure.
Detailed description of the invention
Fig. 1 is the horizontal profile schematic diagram of 1 hexagon cylinder honeycomb boundling arrangement high building of the invention；
Fig. 2 is the horizontal profile schematic diagram of 3 hexagon cylinder honeycomb boundlings arrangement high building of the invention；
Fig. 3 is the horizontal profile schematic diagram of 7 hexagon cylinder honeycomb boundlings arrangement high building of the invention；
Fig. 4 is the horizontal profile schematic diagram of 4 hexagon cylinder honeycomb boundlings arrangement high building of the invention；
Fig. 5 is the horizontal profile schematic diagram of 10 hexagon cylinder honeycomb boundlings arrangement high building of the invention；
Fig. 6 is the horizontal profile schematic diagram of 12 hexagon cylinder honeycomb boundlings arrangement high building of the invention；
Fig. 7 is the horizontal profile schematic diagram of 19 hexagon cylinder honeycomb boundlings arrangement high building of the invention；
Fig. 8 is the huge column schematic diagram of hexagon concrete filled steel tube in Fig. 3；
Fig. 9 is the grid tubular type double steel plate combined concrete shear wall schematic diagram in Fig. 3；
Figure 10 is the Super High turret structure elevational schematic view of honeycomb boundling arrangement hexagon cylinder of the invention；
In figure, the huge tube-in-tube structure unit of 1- hexagon；11- hexagon outer tube structure；12- hexagon Core Walls Structure knot
Structure；The huge column of 111- hexagon concrete filled steel tube；112- grid tubular type double steel plate combined concrete shear wall；113- mega-frame
Beam；1111- hexagon outer steel pipe；Round steel pipe built in 1112-；1113- junction steel plate；1114- pipe inner concrete；1121-
Double-layer plate；1122- corrugated sheet steel；1123- channel steel newel post；1124- Concrete Filled object；2- frame-shear wall drawknot component.
Specific embodiment
The present invention will be further explained in the following with reference to the drawings and specific embodiments.
As shown in Fig. 1-Fig. 7, the Super High turret structure system of honeycomb boundling arrangement hexagon cylinder of the invention, packet
Include the huge tube-in-tube structure unit 1 of hexagon；The huge tube-in-tube structure unit 1 of hexagon is by hexagon outer tube structure 11 and six sides
12 structure of shape core wall structure is constituted, and the hexagon outer tube structure 11 is by six circumferentially equally distributed hexagon steel pipes
The huge column 111 of concrete and grid tubular type double steel plate combined concrete shear wall 112, the mega-frame beam arranged between huge column
113 are constituted；Honeycomb boundling arranges that multiple huge tube-in-tube structure units 1 of hexagon gradually subtract with the increase of high building height
The quantity of few huge tube-in-tube structure unit 1 of hexagon forms the Super High high building knot of honeycomb boundling arrangement hexagon cylinder
Structure system.
As shown in figure 8, the huge column 111 of hexagon concrete filled steel tube is by hexagon outer steel pipe 1111, built-in round steel pipe
1112, junction steel plate 1113 and pipe inner concrete 1114 are constituted, and in hexagon outer steel pipe 1111, are put into built-in round steel pipe
1112, in 1111 diagonal of hexagon outer steel pipe, six pieces of junction steel plates 1113 are welded on hexagon outer steel pipe
Between 1111 and built-in round steel pipe 1112, pipe inner concrete 1114 is filled in cavity, constitutes the huge column of hexagon concrete filled steel tube
111。
As shown in figure 9, grid tubular type double steel plate combined concrete shear wall 112 is by double-layer plate 1121, corrugated sheet steel
1122, channel steel newel post 1123 and Concrete Filled object 1124 are constituted, and corrugated sheet steel 1122 is arranged among double-layer plate 1121, double-deck
Channel steel newel post 1123 is arranged in the both ends of steel plate 1121, and three's firm welding forms the strip grid tubular type wallboard for having cavity,
Casting concrete filler 1124 in grid tubular type wallboard cavity forms grid tubular type double steel plate combined concrete shear wall 112.
The present invention also provides a kind of construction parties of the Super High turret structure system of honeycomb boundling arrangement hexagon cylinder
Method, comprising the following steps:
Step 1: excavation pit, squeezes into steel-pipe pile, and raft foundation of constructing, setting-out axis, hexagon Core Walls Structure of constructing
Structure 12, is circumferentially uniformly distributed, the huge column 111 of hexagon concrete filled steel tube of constructing, and arranges grid tubular type double steel plate between huge column
Combined concrete shear wall 112 and mega-frame beam 113 form hexagon outer tube structure 11, pour build floor, hexagon outer cylinder knot
Structure 11 and hexagon core wall structure 12 cooperate, and form the huge tube-in-tube structure unit 1 of hexagon.
Step 2: honeycomb boundling arranges multiple huge tube-in-tube structure units 1 of hexagon, boundling cylinder group is formed；With
The increase of high building height, gradually decrease the quantity of the huge tube-in-tube structure unit 1 of hexagon, form pagoda shape super high rise structure
System.
Step 3: carrying out semi-girder truss and enhancement layer construction of taking refuge, the skewed horizontal load of giant depos is installed, fixing body is segmented
External prestressed wind resistance drag-line forms the Super High turret structure system of honeycomb boundling arrangement hexagon cylinder, carries out inside
Secondary frame structure construction carries out decoration construction, builds km grade super-high building structure.
Specifically, as shown in Figure 10, certain 250 layers of super high rise structure building, a height of 5 meters of layer, building structure total height is
1250 meters, using the Super High turret structure system of honeycomb boundling arrangement hexagon cylinder, with the increase of building height, by
The quantity for decrescence lacking hexagon cylinder structural unit, forms the building structure of pagoda shape.
Novel super-high laminar structure system is that multiple hexagonal barrels tube-in-tube structure honeycomb boundlings are arranged together, with building
The increase of height gradually decreases the quantity of hexagon cylinder structural unit, forms the building structure of pagoda shape.It is each in building
The opposite side distance of cylinder unit is 50 meters in a hexagonal barrels, from building bottom to 200 meters, using 10 hexagonal barrels tube-in-tube structures
Unit collection is bundled together；200 to 600 meters of building is bundled together using 7 hexagonal barrels tube-in-tube structure unit collection；Building 600 arrives
800 meters are bundled together using 4 hexagonal barrels tube-in-tube structure unit collection；800 to 1200 meters of building, using in 1 hexagonal barrels
Barrel structure unit collection is bundled together；1200 to 1250 meters of building stretches out roof using Core Walls Structure.
Honeycomb boundling arranges the Super High turret structure system of hexagon cylinder, and inside is using cylinder in the huge cylinder of hexagon
Structural unit, undertakes the huge vertical load and horizontal loading of super high-rise building, and outside is formed using mega-frame and Core Walls Structure
Hexagon framed-tube structure unit, the lighting and ventilation requirement of super high-rise building can be met.The huge tube-in-tube structure unit of hexagon
Outer tube structure be made of the huge column of hexagon concrete filled steel tube and grid tubular type double steel plate combined concrete shear wall；Hexagon frame
Barrel structure unit is made of the huge column of hexagon concrete filled steel tube and mega-frame beam.
The hexagon Core Walls Structure in building use stiff skeleton concrete shear wall structure, concrete use C80, wall thickness by
2.5 meters of variations are 0.5 meter.
The hexagon outer steel pipe opposite side distance of the huge column of hexagon concrete filled steel tube in this building becomes 6 meters from 8 meters, steel pipe
Wall thickness becomes 16mm from 50mm, and built-in round steel pipe diameter becomes 3 meters from 4 meters, and thickness of steel pipe becomes 12mm, hexagon from 40mm
Junction steel plate thickness in outer steel pipe and circle between steel pipe becomes 12mm from 40mm, and the huge column of hexagon concrete filled steel tube uses
C80 concrete.
The wall thickness of this building grid tubular type double steel plate combined concrete shear wall becomes 1.0 meters from 3.0 meters, and concrete uses
C80 is poured, and double steel plate thickness becomes 16mm from 50mm, and corrugated sheet steel thickness becomes 10mm from 30mm, and end grooves steel dimensions are loud
It should change.This building mega-frame beam uses pre-stressed steel pipe concrete truss structure, and floor uses profiled sheet concrete building
Hardened structure.
4 of this building and 10 hexagonal barrels tube-in-tube structure unit boundling floors, encounter half of tube-in-tube structure, need
Huge frame-shear wall drawknot component 2 is set, the recess of building facade is filled up, improves building wind resistance body.Shear force of frame
Wall drawknot component 2 is made of giant-scale steel frame and compound shear wall, and wherein combined shear wall construction is fixed on following storey core
In barrel structure, and securely it is connect with half of core wall structure of reservation.
Specifically, it is assumed that certain 400 layers of super high rise structure building, a height of 5 meters of layer, building structure total height is 2000 meters, is adopted
With the Super High turret structure system of honeycomb boundling arrangement hexagon cylinder.
The opposite side distance of cylinder unit is 60 meters in each hexagonal barrels in building, from building bottom to 500 meters, using 19
A hexagonal barrels tube-in-tube structure unit collection is bundled together；500 to 750 meters of building, using 12 hexagonal barrels tube-in-tube structure units
Collection is bundled together；750 to 1250 meters of building is bundled together using 7 hexagonal barrels tube-in-tube structure unit collection；Building 1250 arrives
It 1500 meters, is bundled together using 3 hexagonal barrels tube-in-tube structure unit collection；1500 to 2000 meters of building, using 1 hexagonal barrels
Tube-in-tube structure unit.
The hexagon Core Walls Structure in building use stiff skeleton concrete shear wall structure, concrete use C80, wall thickness by
3.0 meters of variations are 0.5 meter.
The hexagon outer steel pipe opposite side distance of the huge column of hexagon concrete filled steel tube in this building becomes 6 meters from 10 meters, steel
Thickness of pipe wall becomes 16mm from 60mm, and built-in round steel pipe diameter becomes 3 meters from 5 meters, and thickness of steel pipe becomes 12mm, six sides from 50mm
Junction steel plate thickness in shape outer steel pipe and circle between steel pipe becomes 12mm from 50mm, and the huge column of hexagon concrete filled steel tube is adopted
With C80 concrete.
The wall thickness of this building grid tubular type double steel plate combined concrete shear wall becomes 1.0 meters from 3.5 meters, and concrete uses
C80 is poured, and double steel plate thickness becomes 16mm from 60mm, and corrugated sheet steel thickness becomes 10mm from 40mm, and end grooves steel dimensions are loud
It should change.This building mega-frame beam uses pre-stressed steel pipe concrete truss structure, and floor uses profiled sheet concrete building
Hardened structure.
Every 250 meters one of semi-girder truss is arranged and enhancement layer of taking refuge in this building, and giant depos use X-shaped skewed horizontal load,
The height in this building is very big, in order to further increase wind loading rating, answers segmented configuration external prestressing wind resistance drag-line, reduces turning over
Torque, reduces the displacement effect under wind action, this building external prestressing wind resistance drag-line uses the carbon fiber with damper
Tie up cable.
The present invention copies honeycomb, and the huge tube structure unit boundling of multiple hexagons is combined, with building
The increase for building height gradually decreases the quantity of the huge barrel structure unit of hexagon, constitutes pagoda shape novel super-high laminar structure system,
A kind of Super High turret structure system of honeycomb boundling arrangement hexagon cylinder is formed, to build km grade super high-rise building
Structure.The huge tube-in-tube structure unit of hexagon is used inside novel super-high laminar structure system, undertakes the huge of super high-rise building
Vertical load and horizontal loading；Outside is using the hexagon framed-tube structure list formed with skewed horizontal load mega-frame and Core Walls Structure
Member meets the daylighting requirement of super high-rise building.The Super High turret structure body of novel honeycomb boundling arrangement hexagon cylinder
System is the building structure that architectural design is combined with structure innovation, and with the rigidity of structure, big, Facade form enriches, is tall and straight agile,
The advantages that succinct stabilization, wind resisting stability can be good, shock resistance is good and easy for construction, can be used for the above super high-rise building knot of km
Structure.
The above is only a preferred embodiment of the present invention, it should be pointed out that: for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (1)
1. a kind of Super High turret structure system of honeycomb boundling arrangement hexagon cylinder, including cylinder knot in the huge cylinder of hexagon
Structure unit (1), it is characterised in that: the huge tube-in-tube structure unit (1) of hexagon is by hexagon outer tube structure (11) and hexagon
Core wall structure (12) structure is constituted, and the hexagon outer tube structure (11) is by six circumferentially equally distributed hexagon steel
Grid tubular type double steel plate combined concrete shear wall (112), the huge frame arranged between the huge column of pipe concrete (111) He Ju column
Set a roof beam in place (113) composition；Honeycomb boundling arranges multiple huge tube-in-tube structure units (1) of hexagon, with the increasing of high building height
Add, gradually decrease the quantity of the huge tube-in-tube structure unit (1) of hexagon, forms the super of honeycomb boundling arrangement hexagon cylinder
High-rise turret structure system；The huge column of hexagon concrete filled steel tube (111) includes hexagon outer steel pipe (1111), built-in
Round steel pipe (1112), junction steel plate (1113) and pipe inner concrete (1114) are put into hexagon outer steel pipe (1111)
Built-in round steel pipe (1112) welds six pieces of junction steel plates (1113) in hexagon outer steel pipe (1111) diagonal
Between hexagon outer steel pipe (1111) and built-in round steel pipe (1112), pipe inner concrete (1114) are filled in cavity, structure
At the huge column of hexagon concrete filled steel tube (111)；The grid tubular type double steel plate combined concrete shear wall (112) includes bilayer
Steel plate (1121), corrugated sheet steel (1122), channel steel newel post (1123) and Concrete Filled object (1124), in double-layer plate (1121)
Between corrugated sheet steel (1122) are set, channel steel newel post (1123) are arranged in the both ends of double-layer plate (1121), three's firm welding, are formed
Strip grid tubular type wallboard with cavity, casting concrete filler (1124) in grid tubular type wallboard cavity form lattice
Bank tube formula double steel plate combined concrete shear wall (112).
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| CN112726830B (en) * | 2021-01-14 | 2021-10-22 | 重庆大学 | Honeycomb type building suitable for earthquake disaster area |
| CN112681524B (en) * | 2021-01-18 | 2021-09-21 | 重庆大学 | Honeycomb building structure unit |
| CN114135001A (en) * | 2021-12-09 | 2022-03-04 | 上海市机械施工集团有限公司 | Method for building super high-rise inhaul cable structure |
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